Numerical investigation of the lateral–torsional buckling of beams with slender cross sections for the case of fire

Author:

Couto Carlos,Vila Real PauloORCID,Lopes Nuno,Zhao Bin

Funder

European Commission

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference35 articles.

1. The lateral-torsional buckling of unrestrained steel beams in fire;Bailey;J Constr Steel,1996

2. Numerical modeling of lateral-torsional buckling of steel I-Beams under fire conditions – Comparison with Eurocode 3;Vila Real;J Fire Prot Eng,2001

3. CEN. EN 1993-1-2, Eurocode 3: Design of steel structures – Part 1-2: General rules – structural fire design. Brussels: European Committee for Standardisation; 2005.

4. A new proposal of a simple model for the lateral-torsional buckling of unrestrained steel I-beams in case of fire: experimental and numerical validation;Vila Real;J Constr Steel Res,2003

5. Experimental and numerical research on the critical temperature of laterally unrestrained steel I beams;Mesquita;J Constr Steel Res,2005

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